Tender For Provn Of Gi Pipe From Pump House To Bathing Point 237 Transit C Raiwala Mil Stn And Provn Of Soakage Well At Ssi In Raiwala Mil Stn
Tender Value
8.95 Lakhs
Estimated cost
Bid Submission
25 Jul 2026
15 days left
EMD
17917
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dehradun → Uttarakhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Gi Pipe From Pump House To Bathing Point 237 Transit C Raiwala Mil Stn And Provn Of Soakage Well At Ssi In Raiwala Mil Stn
BOQ
| Sl. No. | Item Description |
| 1 | Excavating over areas , n exc 1.5 m deep and getting out in soft/loose soil |
| 2 | Excavating over areas , exc 1.5 m and not exceeding 3.0 M deep and getting out in soft/loose soil |
| 3 | Excavating over areas , exc 3.00m and not exceeding 4.5 M deep and getting out in soft/loose soil |
| 4 | Excavating over areas , exc 4.50m and not exceeding 6.00 M deep and getting out in Ordinary soil |
| 5 | M&L PCC 1:3:6 Type C2 as in foundations complete all as specified. |
| 6 | Use and waste of form work to RCC Foundations exc 10 cm and n exc 20 cm all as specified |
| 7 | M&L PCC 1:2:4 type B1 as in Bands complete all as specified |
| 8 | M&L Brick work in cement and sand mortar 1:6 using sub class \\"B\\" bricks straight or curved on plan not exceeding 6 M mean radius all as specified. |
| 9 | M&L Brick bats fillins of size 80 mm to 150 mm all as specified |
| 10 | M&L 15 mm thick bearing plaster in CM 1:4 all as specified followed by building paper |
| 11 | Returning, filling in spreading watering and well ramming in layers not exceeding 15 cm thick each layer |
| 12 | Removing excavated soils to a distance not exceeding 50 M and deposting where directed including spreading and levelling , not exe 25cm all as specified. |
| 13 | M&L Precast RCC 1:2:4 type B1 as in cover slab complete all as specified. |
| 14 | Use and waste of form work to flat bottom of RCC slab not exceeding 20 cm thick complete all as specified. |
| 15 | Use and waste of form work to RCC Foundations exc 5 cm and n exc 10 cm all as specified |
| 16 | M&L Mild steel TMT 10 mm dia and over cut to length , bent to shape required including cranking and bending and binding with MS wire annealed not less than 0.90 mm dia. Complete all as specified. |
| 17 | M&L RCC 1:2:4 type B1 as in precast hanhole cover slab |
| 18 | M&L Tarring to ends of Handles of MH |
| 19 | M&L Two coats of synthetic enamel paint over one coat of primer on steel surfaces |
| 20 | M&L 12 mm thick rendering in CM 1:6 in internal surfaces of soakwell up to inlet, circular surfaces n exc 6 M radius |
| 21 | M & L for PCC 1:3:6 type C2 (using 40 mm graded granite stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 150 mm bore. |
| 22 | M&L Reinforced concrete pipes, class NP2, laid and jointed completewith collars including all accessories & fittings complete as specified |
| 23 | M & L for Plain Cement Concrete Type D2 1:4:8 (using 20 mm graded stone aggregate) in sub base of flooring/ hard standing /footpath |
| 24 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete. |
| 25 | Excavation in trenches n.exc 1.5 mtr wide and n.exc 1.5 mtr deep in loose / soft soil and getting out for under ground cable/Pipe lines / erection of poles, stays etc complete all as specified and as directed. |
| 26 | Returning, filling in including spreading, leveling, watering and well ramming in layers n.exc 25 cm thick complete all as specified and directed. |
| 27 | Removing of excavated material n, exc 50 mtr away and depositing where directed at a level n, exc 1.5 mtr above the starting point complete all as specified. |
| 28 | M & L for GI pipe medium grade with all fittings laid in trenches 80mm bore medium grade ISI Marked of following sizes with all fittings complete all as specified and as directed by Engineer-in-Charge. |
| 29 | Description all as per ser item No 04 here-in-before but of size 50 mm Dia |
| 30 | Description all as per ser item No 04 here-in-before but of size 25 mm Dia |
| 31 | Supply & Fixing CI Sluice valve having class PN 1.6 with flanged ends of size 80 mm dia complete with gun metal or stainless steel spindle and cast iron hand wheel including rubber / fiber board gasket,nuts, washer etc complete all as specified and as directed by Engineer-in Charge Make BVI/ Kirloskar/ Kishor/Kartar |
| 32 | Supply & Fixing CI Sluice valve having class PN 1.6 with flanged ends of size 50 mm dia complete with gun metal or stainless steel spindle and cast iron hand wheel including rubber / fiber board gasket,nuts, washer etc complete all as specified and as directed by Engineer-in Charge Make BVI/ Kirloskar/ Kishor/Kartar |
| 33 | S & F Gun metal gate valve 25 mm ISI marked with iron wheel screwed down high pressure screwed both ends for iron pipe incl taking down old unserviceable complete all as specified and directed by Engineer-in-Charge. |
| 34 | M & L Construction of brick masonry chamber of 90 cm x 90 cmx 90 cm [internal dimensions] suitable for 80mm/100mm bore sluice valve with PCC 1:4:8 type D2 using 40 mm graded stone aggregate for foundation brick wall with sub class ‘B’ brick, old size built in CM 1:6 PCC [1:2:4] type B1 [using 20 mm graded stone aggregate for coping rendering in CM [1.4] 15 MM thick including provision of MS sheet cover 3 mm thick with two coats of synthetic enamel paint over a coat of red oxide primer to steel surfaces and locking arrangement including necessary excavation and earth work in any type of soil complete all as specified. |
| 35 | M & L Construction of brick masonry chamber of 60 cm x 60 cmx 60 cm [internal dimensions] suitable for 25mm/50mm bore sluice valve with PCC 1:4:8 type D2 using 40 mm graded stone aggregate for foundation brick wall with sub class ‘B’ brick, old size built in CM 1:6 PCC [1:2:4] type B1 [using 20 mm graded stone aggregate for coping rendering in CM [1.4] 15 MM thick including provision of MS sheet cover 3 mm thick with two coats of synthetic enamel paint over a coat of red oxide primer to steel surfaces and locking arrangement including necessary excavation and earth work in any type of soil complete all as specified. |
| 36 | M & L for Straight plain brass ferrules (or connecting screws) screwed both ends and fixed for 25 mm dia with all fittings complete all as specified and as directed by Engineer-in-Charge. |
| 37 | M & L for Drilling and tapping cast iron water mains (in position) for branch connections of the internal dia 25 mm with all fittings complete all as specified and as directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysJul 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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